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' � � <br /> BeamChek v20131icensed to: Three Nail Designs Reg#855 1-66863 <br /> Hert <br /> Porch Joists Support Prepared by:JWH Date:3/19/17 <br /> Selection (2)2x 8 DF-L#2 Lu=0.0 Ft <br /> Conditions NDS 2012 <br /> Min Bearing Area R1=0.8 in2 R2=0.8 inz (1.5) DL Defl= 0.01 in <br /> Data Beam Span 6.5 ft Reaction 1 LL 390# Reaction 2 LL 390# <br /> Beam Wt per ft 5.29 # Reaction 1 TL 505# Reaction 2 TL 505# <br /> Bm Wt Included 34# Maximum V 505# <br /> Max Moment 820'# Max V(Reduced) 411# <br /> TL Max Defl L/240 TL Actual Defl L/>1000 <br /> LL Ma�c Defl L/360 LL Actual DeH L/>1000 <br /> Attributes Section in3 Shear_inz TL Defl(in) _LL,Defl _ _ _ <br /> rlctual 26.28 21.75 0.05 0.03 <br /> Critical 9.11 3.42 Q33 0.22 <br /> Status OK OK OK OK <br /> Ratio 35% 16% 14% 15% <br /> Fb si Fv si E si x mil Fc 1 si <br /> VaJues Reference Values 900 180 1.6 625 <br /> Ad'usted Values 1080 180 1.6 625 <br /> Adjustments CF Size Factor 1.200 <br /> Cd Duration 1.00 1.00 <br /> Cr Repetitive 1.00 <br /> Ch Shear Stress N/A <br /> Cm Wet Use 1.00 1.00 1.00 1.00 <br /> Cl Stability 1.0000 Rb=0.00 Le=0.00 Ft <br /> Loads Uniform LL: 120 Uniform TL: 150 =A <br /> Uniform Load A <br /> � 1 <br /> o n <br /> Rl =505 R2=505 <br /> SPAN=6.5 FT <br /> Uniform and partial uniform loads are lbs per lineal ft. <br /> �\ <br /> � �l <br /> �..._�.-�.. <br />